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MASONRY L I NTEL ASSEMBL I ES
<br />SEE 5GHEDULE AND SPECIFICATIONS FOR ARYL INFO
<br />MIN. (1) GOURSEJBOND
<br />MIN (0 GgJRSEJBOND MI
<br />I LQJ I I L4J I
<br />I I BEAM ABOVE LINTEL I I BFJW ABOVE LINTEL
<br />6ROUT
<br />BOTTOM REw.
<br />PRECAST LINTEL W PRWA5T LINTEL W
<br />f--"� EMEEDD® REINF. --`--r B49MDED FEW.
<br />MEE MB-2
<br />TOP caem, IF
<br />' TOP COURSE, IF I LQJ I
<br />L2J I 1 I REQb PER ARCH.
<br />1 1 FMV PER ARCH. 3r=
<br />TOP REINF. OR CONT. CM. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 FWD
<br />GROUT
<br />&Ran BOTTOM REINF.
<br />BOTTOM REINF. 4
<br />- 4 PREGA5T LINTEL W
<br />LI PRECAST NTA W/�m REINF.
<br />E•EE M REINF.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M3-1
<br />8F8-O5/0T
<br />-----
<br />-----
<br />MB-2
<br />8F8-I13/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />896-I5/IT
<br />(1) #5
<br />(1) #5
<br />M54
<br />8RFI4-I5
<br />----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" 5HALL BE PRESTRESSED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE GRADE 60, 1`9=60 k51
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 1ST INDEX
<br />SHEET DE5GRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />STRUCTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB56-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 GORE.
<br />• FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ CONCRETE
<br />OR MA50NRY FOUNDATION 5HALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB NITHY4" DIA. x 23/4" LONG
<br />TAPGON5 o 3211 o.c. MAX. WITH A MINIMUM OF 2 TAPCON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLONIN6 MINIMUM COMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p51:....... FOOTIN65
<br />2,500 p51:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 p51 ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND SLABS ON GRADE 5HALL BEAR ON VIR61N 501L OR
<br />q5% GOMPAGTED FILL.
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 015CONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM C210, TYPE 5. GMU DE516N BASED ON
<br />AGI 550/530.1
<br />•EDREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP NALL AND SHALL
<br />ALIGN WITH FOOTIN6 DONEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DONEL.
<br />• 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF NALL w/
<br />(1) #5 BAR CONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL NALL GORNER5.
<br />• VERTICAL REINFORCEMENT 5HALL BE HELD IN PLAGE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR NALL5. (A5 SHOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• SAN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINTS SHALL BE LOCATED 0 12-0" O.G. (REGOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DE5GRIPTION OF 51-06. ELEMENT
<br />3"x0.131" NAILS
<br />3"x0.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAIL5*
<br />50LE PLATE TO J015T/BLK'G.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS o 6" o.0
<br />BLK6. BTNN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS o 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS 4
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 21'2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PA61% OR NUMBER OF
<br />NAIL5. (ONLY AGGEPTABLE INHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DESIGNED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR I$ SHEAR AALL
<br />SHEATH I NO SPEC I F 1 GAT I ONS
<br />INDICATE5 LOGATION AND EXTENT OF
<br />5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />SYMBOL 5HEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2Y2"xO.131" NAILS @ 6" o.G. ALON6 PANEL
<br />E06E5 AND 1211 o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED w/
<br />0
<br />2Y211xO.131" NAIL5 @ 3" o.G. ALON6 PANEL
<br />EDH5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENT5:
<br />SHEATHE ALL EXTERIOR HOOD FRAMED NALL5 w/ 15/32"
<br />PLYWOOD OR 055 FASTENED w/ ?-"xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 5,'2"xO.131" NAILS ® I6"o.c. USE (8)
<br />3142"xO.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR WALL-5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARGHITEGTURAL DRAWIN65 FOR AWL NALL
<br />CONSTRUCTION REQUIREMENTS.
<br />b. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBERS.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILING REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUGT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33fb SPAN RATIN6 (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARGHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL %j' THIGK, APA
<br />RATED 5HEATHIN6 2�(h EXP05URE 1 0513 OR PLYWOOD PEF
<br />AGGORDANGE WITH THE UL DE516N5 5PEGIFIED.
<br />Window a Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone EX1205Ure, B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />I6Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 PSF/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT,
<br />+Iq.O P5F/-20.6 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-I1.6 P5F
<br />+15.8 P5F/-I1.6 P5F
<br />mEnd Zone is defined as the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE. Pressures charted here are allowable pressures and have
<br />been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures.
<br />Divide allowable pressures above by a Factor of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/I6' MIN. 055/PLYNOOD 5HEATHIN6 24r(b,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 b" O.G. AT PANEL ED6E5 4
<br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRU55E5 w/ RIN6 5HANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />SIMPSON VTGR CLIPS o 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING 4 BRAGING
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARIN6 CONDITION
<br />LENGTH SS
<br />CONNECTOR
<br />< 15
<br />SIMPSON H2.5T
<br />51N6LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/NOOD BEAM
<br />ROOF GIRDER TRUSS BEARIN6 ON
<br />ALL
<br />SIMPSON HT520
<br />WOOD STUD WALL/NOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />SIMPSON HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI(b
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516115TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". M$K HAS EN6INEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-I6.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGT )RER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 NALL
<br />• _ _ BEARIN6 NALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARNALL
<br />• I: :I EXTENT OF OVERFRAMIN6
<br />•- - - - -INDICATES 1/8"A" SAN GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />13LOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• HOOD FRAME ENGINEERING 15 BASED ON NIPS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" -LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 1 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F ONGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD 0 6UARD5/HAN1?RAIL5
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />R15K GATEC70RY II
<br />6ENERAL FRAM I N6
<br />• EXTERIOR WOOD 5TUD BEARING NALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR HOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF OR 5YP
<br />STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-RON5 OF 3"x0.131"
<br />NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES o
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x POSTS H/ 3"xO.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL HOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 055
<br />FASTENED w/ 2y2"x0.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID 13LOGKIN6 IN FLOOR 5Y5TEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/13EARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLONIN&
<br />• L5L - Fb=2325 psi; Fv=310 p51; E=1.55x10"b psi
<br />• LVL - Fb=2600 psi; Fv=285 pal; E=2.OxIO^b psi
<br />FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 RON5 OF 3"x0.131" NAILS o 8" OIG OR 2 RON5 Y4"x_1'2"
<br />51MP50N 505 5GREN5 (OR 51ir2" TRU55LOK 5GREN5) o 16" 0/6. USE
<br />A MINIMUM OF 3 IRONS FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREN5 2" FROM EDGE. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREN5) o 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5CREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU NALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUR TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE-55 OTHERWISE NOTED.
<br />• I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 5HALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TON6UE AND GROOVE E1?6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS N/ GLUE AND 3"4.131" NAILS o
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUGTION NOTES
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A35 GLIP AT EAGH 5TRIN6ER.
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 346" DIA. x 3Y211
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT NALL5 W (2) 5"&131" NAIL5
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/411 FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
<br />aa. 21 2020
<br />No 77824
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<br />project mgr: J S B
<br />drawn by: M J`j'
<br />issue date: 12-1 5-20
<br />REVISIONS:
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